I agree its an absolute joke.
Ive had a word with another se today whos happy to use brick piers, will see what size beams and pad footing he specifies.
The steels alone were coming to 3.5k
hi yes that is fine but i would be getting another SE to do a seperate design rather than going with the current one, just debating if it is a good idea going for a revision.
Hi everyone thanks for letting me in the group.
Im working on an extension project. 1880 build terraced property
I have a middle wall approx one brick thick and 4m long. The wall carries on into the upper floor and in load bearing holding the front room and the rear rooms joists.
The rear...